HomeMy WebLinkAbout2295-3PLAN
NOTES
.
1.
0 X E X 16 CONCRETE MASONRY UNITS 'HERITAGE SLUMPSTONE' (RUMMMIS
22. LINE OF ROOF VENT ABOVE - SE! SECTIONS AS INDICATED
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BOND, GROUTED SOLID) WALL- WITH TOP ® Ir -W A.F.F. W/6 X Z X 18 CAP -
job no.
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SEE ELEVATIONS
23. 4" THK. CONCRETE SLAM - SEE FOUNDATION PLAN - LIGHT BROOM
drawn
FINISH, AND 'SEALED
2.
0 X 6 X 16 CONCRETE MASONRY UNITS ' HERITAGE SLUMPSTONE' AT
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EXTERIOR WALLS (RUNNING BOND, GROUTED SOLID) TOP AT ® 8'4" A.1e.F:
24. ELECTRICAL SERVICE
V -N
- SE! ELEVATIONS AND SECTIONS AS INDICATED
submittal
SLAB 'TO BE 4" THICK CONCRETE WITH 6" X 6" - W1.4 X W1.4 W.W.F.
-25.
PLUMBING SPACE - SEE PLUMBING PLANS
3.
6 X 6 Xis CONCRETE MASONRY UNITS 'PRECISION BLOCK' (RUNNING BOND,
1.
OCCUPANCY:
GROUTED SOLID)AT INTERIOR WALLS TOP AT 9'40 A.F.F. - ALIGN COURSE&
26. EXTERIOR LIGHT FIXTURE SE! ELECTRICAL PLANS
OVER POLYETHYLENE VAPOR BARRIER BETWEEN (2) 2" THICK LAYERS
WITH SLUMPSTONE WALL! AND PAINT- SE! SECTION! AND DETAILS A$
'
27. SURFACE MOUNTED SANITARY NAPKIN DISPOSER -
WMOE-1WE+
INDICATED
.,_
MODEL: BOBRICK B-270.
4.
9 X 6 GLASS BLOCK LAW (NET i 3/4" X 7 3/4" X 3 7/6") $EE
2/16/93 PLAN CHECK
BLDG. AREA.
ELEVATIONS - PITTSBURGH CORNING - DELPHI PATTERN 6X8.
�
S.
MENS RESTROOM SIGN - INTERNATIONAL SYMBOL - 1 r X 1 r x u4• gyprAy
a
HANDICAP ACCESS SIGN • INTERNATIONAL. SYMBOL - 1 r x 13" x 1/4' (TYPICAL)
a�
MOUNTED DIRECTLY BELOW MENS SIGN - SEE ELEVATIONS
TYPE C - 782 G.S"F.
T.
WOMENS RESTROOM SIGN - INTERNATIONAL SYMBOL - 1r X 1Z" X 1/4' (TYPICAL.)
0.
HANDICAP ACCESS SIGN - INTERNATIONAL SYMBOL. - Ir X 1 r X 1/4" (TYPICAL)
U
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3.
MOUNTED DIRECTLY BELOW WOMEN& SIGN As SEE ELEVATIONS
FIRE SPRlNN KLERS:
S.
HOS! S" - LOCATED IN RttiStO VANDAL PROM/ BOX - SE! PLUMBING
A R.R.
10.
FLOOR DRAM WITH FLOOR SLOPED AS SHOWN ON FOUNDATION PLAN -
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SEE PLUMBING
11.
WALL MOUNTED STAINLESS STEEL WATER CLOSET VW INTEGRAL SEAT -
--
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19. FOR TYPICAL HEAD, JAMB A SILL DETAILS, SEE DETAN. 6/D-2
SEE PLUMBING
12.
WALL MOUNTED STAINLESS STEEL URINAL - SEE PLUMBING
13.
-WALL MOUNTED STAINLESS STEEL LAVATORY - SEE PLUMBING
WITH CITY AMENDMENTS
15.
SURFACE MOUNTED HAND DRYER BRADMAx MODEL 191, BY BRADLEY CORP.
16.
SURFACE MOUNTED SANITARY NAPKIN DISPENSER (COIN OPERATED
revision
MODEL: BOBRICK B-2800
ZONE:
17.
SURFACE MOUNTED ROLL TOILET PAPER DISPENSER
SEE DETAILS AS INDICATED FOR TYPICAL REINFORCING AND DEPTH OF
"00/*r
MODEL S300DI BY VANDAL STOP PRODUCTS
16.
WATER CLOSET COMPARTMENT DOORS AND PARTITIONS WITH
STAINLESS STEEL HARDWARE THROUGHOUT- BOBRICK - DURALINE
SERIES, SOLID PHENOLIC - COLOR: 828 BLACK.
18.
1 1/2" DIA. X 41-6" LONG STAINLESS STEEL GRAM BAR - SEE' INTERIOR
•
ELEVATIONS MOUNTED AT 33" A.F.F.(TYP)- BRADLEY 812-001-2.
BM
20.
1 1/2" DIA. X 31-r LONG STAINLESS STEEL GRAB BAR - SEE INTERIOR
CONSULTANTS. SEE CONSULTANT LIST THIS SHEET.
ELEVATIONS MOUNTED AT 33" A.F.F.(TYP) - BRADLEY 812-001-2.
FOR TYPICAL BLOCK WALL STEEL LAYOUT SEE DETAILS
21.
URINAL SCREEN -SEE NOTE #18. '
1
01
OR
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BORM ASSOCIATES, INC.
19100 VON KARMAN AVENUE, STE 200
IRVINE, CA., 92715
(714)724-1599
MECHANICAL
GUTHRIE &ASSOCIATES
530 MAPLE AVENUE
TORRANCE, CA., 90503
(310)781-9079
ELECTRICAL
MOSES &ASSOCIATES
493 S. ROBERTSON BLVD., STE 7
BEVERLY HILLS, CA., 90211-3624
(310)859-7715
cc
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CITY OF FONTANA
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LOCATION
TYPE "A" RESTROOMS LOCATED AT 7172 NORTH HERITAGE CIRCLE
drawn
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AND 7555 CARYN CIRCLE
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CONSTRUCTION TYPE:
V -N
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submittal
SLAB 'TO BE 4" THICK CONCRETE WITH 6" X 6" - W1.4 X W1.4 W.W.F.
10.
ROOFING WEIGHT: SLOPED
ROOF HAS BEEN DESIGNED TO SUPPORT
16. FOR TYPICAL BLOCK WALL REINFORCING, SEE DETAIL 3/D-2
1.
OCCUPANCY:
SEE DOOR SCHEDULE THIS SHEET
OVER POLYETHYLENE VAPOR BARRIER BETWEEN (2) 2" THICK LAYERS
o>+w>+En x
ROOFING MATERIAL WEIGHT NOT TO EXCEED 950 LBS PER 100 SQ. FT.
WMOE-1WE+
3
OF SAND. SEE DETAILS AS INDICATED.
_
2/16/93 PLAN CHECK
BLDG. AREA.
TYPE A 256 G.S.F.
�
PLAN NOTE. SEE PLAN NOTES THIS SHEET
o
TYPE 8 - 445 G.S.F.
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TYPE C - 782 G.S"F.
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3.
AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY
FIRE SPRlNN KLERS:
No>~I t
-v
A R.R.
ROOF RAFTER
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APPLICABLE CODE:
U.B.C.1961 EDITK*4 U.P.C.1988 EDITION
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19. FOR TYPICAL HEAD, JAMB A SILL DETAILS, SEE DETAN. 6/D-2
WITH CITY AMENDMENTS, N.E.Q 1990 EDITION
CEMENT- USED IN FOUNDATIONS SHALL BE TYPE V.
WITH CITY AMENDMENTS
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AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED AND SHALL
BASIC VVM SPEED:
80 M.P.H.; EXPOSURE C
revision
ZONE:
4
4.
SEE DETAILS AS INDICATED FOR TYPICAL REINFORCING AND DEPTH OF
"00/*r
a I num I urrwL
BORM ASSOCIATES, INC.
19100 VON KARMAN AVENUE, STE 200
IRVINE, CA., 92715
(714)724-1599
MECHANICAL
GUTHRIE &ASSOCIATES
530 MAPLE AVENUE
TORRANCE, CA., 90503
(310)781-9079
ELECTRICAL
MOSES &ASSOCIATES
493 S. ROBERTSON BLVD., STE 7
BEVERLY HILLS, CA., 90211-3624
(310)859-7715
cc
PROJECT DATA zfta /4\ O��
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NO. DESCRIPTION
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1.
SLAB 'TO BE 4" THICK CONCRETE WITH 6" X 6" - W1.4 X W1.4 W.W.F.
10.
ROOFING WEIGHT: SLOPED
ROOF HAS BEEN DESIGNED TO SUPPORT
16. FOR TYPICAL BLOCK WALL REINFORCING, SEE DETAIL 3/D-2
1.
L
SEE DOOR SCHEDULE THIS SHEET
OVER POLYETHYLENE VAPOR BARRIER BETWEEN (2) 2" THICK LAYERS
o>+w>+En x
ROOFING MATERIAL WEIGHT NOT TO EXCEED 950 LBS PER 100 SQ. FT.
WMOE-1WE+
OF SAND. SEE DETAILS AS INDICATED.
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17. FOR TYPICAL BOND BEAM, SEE DETAIL 4/13-2
2.
APPROVED:
PLAN NOTE. SEE PLAN NOTES THIS SHEET
o
11.
LEGEND:
a�
�raooW
2,
1 s . FOR TYPICAL OPENING REINFORCING, SEE DETAIL 5/D-2
3.
AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY
hT
- THIS TIME.
A R.R.
ROOF RAFTER
OF ANY DISCREPANCIES IN PLANS.
IV
19. FOR TYPICAL HEAD, JAMB A SILL DETAILS, SEE DETAN. 6/D-2
3.
CEMENT- USED IN FOUNDATIONS SHALL BE TYPE V.
4.
AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED AND SHALL
'
DETAIL
NOT BE HELD RESPONSIBLE FOR ANY CHANGES BY OWNER OR CONTRACTOR.
4.
SEE DETAILS AS INDICATED FOR TYPICAL REINFORCING AND DEPTH OF
FOOTIONGS.
5.
SEE ELECTRICAL, MECHANICAL PLANS PREPARED BY APPROPRIATE
•
BM
BEAM
CONSULTANTS. SEE CONSULTANT LIST THIS SHEET.
5.
FOR TYPICAL BLOCK WALL STEEL LAYOUT SEE DETAILS
6.
AGENCY'S AUTHORIZED REPRESENTATIVE OR CONTRACTOR TO VERIFY ALL
6.
FOR TYPICAL OPENINGS IN BLOCK WALLS SEE DETAILS
P.
POST
EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK
7.
CONCRETE BLOCK WALL SCHEDULE:
K. P.
KING POST
7.
AGENCY'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ALL FIXTURES
SYMBOL THICKNESS VERTICAL REINF. HORIZONTAL REINF.
AND FINISHES PRIOR TO INSTALLATION.
W-1 6" NOMINAL #5 AT 24" O.C. #5 AT 24" O.C.
HGR
HANGER
S.
AGENCY'S AUTHORIZED REPRESENTATIVE TO APPROVE ALL COLORS AND
W -Z 8" NOMINAL #5 AT 24 " O.C. #5 AT 24" O.C.
W-3 8" NOMINAL #5 AT 24" O.C. #5 AT 48" O.C.
(2)
DBL FRAMING MEMBER
FINISHES PRIOR TO PAINTING OR STAINING.
ALL WALLS TO BE SOLID GROUTED AND INSPECTED,U.N.O.
T.G.
TOP OF GRATE AT DRAIN)
(
9.
ALL PLANS DATE STAMPED PRIOR TO ISSUANCE OF BUILDING PERMITS
ARE VOID AND SHALL NOT BE USED. PLANS FOUND ON JOBSITE THAT ARE
8.
ROOF SHEATHING SHALL BE 5/8" THICK RESAWN PLYWOOD, EXTERIOR
F. F.
FINISH FLOOR
"BID SETS' SHALL BE CONSIDERED NOT COMPLETE AND VOID.
GLUE (ROUGH SIDE DOWN) PLYWOOD INDEX 24/0, LAID FACE GRAIN
PERPENDICULAR TOSUPPORT. NAILING TO BE : 8d NAILS AT 6" O.C. ALONG
A. F. F.
ABOVE FINISH FLOOR
10.
ANY DESIGN, MATERIAL, FINISHES, COLORS ETC. SPECIFICALLY APPROVED
ALL BOUNDARIESAND EDGES AND 12" O.C. IN FIELD. BLOCKING IS NOT
BY THE GOVERNING AGENCIES SHALL NOT BE CHANGED WITHOUT PRIOR
PPROVAL.
APPROVAL.
NOTE: NAILING OF ROOF SHEATHING SHALL BE INSPECTED BY THE
12.
ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED THE SAME AS
BUILDING OFFICIAL PRIOR TO CONCEALMENT WITH FINISH MATERIALS.
SIMILAR WORK SHOWN IN
THE CONSTRUCTION DOCUMENTS.
9.
2 X R.RJJ. SHALL BE SUPPORTED IN HANGERS WHICH SHALL BE SIMPSON
13.
SOIL BEARING: 1000 P.S.F. MAXIMUM
U SERIES OR SUL/SUR SERIES (AS APPROPRIATE) OF THE LARGEST SIZE
APPROPRIATE FOR THE SPECIFIC FRAMING MEMBER, UNLESS NOTED
14.
FOR TRENCHES. ADJACENT
TO FOOTINGS, SEE DETAIL 1/13-2.
OTHERWISE ON THE PLAN. NAILING SHALL BE IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS AS GIVEN IN THE CURRENT
is.
FOR TYPICAL FOUNDATION
STEEL LAYOUT, SEE DETAIL 2/131-2
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SUITE 250
DEIGN.
NEWPORT BEACH, CA., 92663
GROUP (714)675-5990
Planning/Landscape Architecture
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